trial version section 10 6 reentrant functions

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Ngày tải lên: 24/07/2014, 01:20

... NVRAM Variables Remotely Controlling the Xserve Front Panel Section Man Pages Section Man Pages Section Man Pages Section Man Pages Section Man Pages Contents Preface About This Guide This guide ... these products 019-1398/2009-08-01 Contents 5 7 8 Preface:  About This Guide 10 11 11 11 11 11 13 13 13 14 15 16 16 16 17 18 Chapter 1:  Introduction to the Command-Line Environment 19 19 20 20 ... Computer Using SSH Apple Remote Desktop X11 34 34 34 36 36 39 40 40 41 41 Chapter 5:  Common Command-Line Tasks 42 42 42 43 43 43 44 44 Chapter 6:   Accessing Apple Hardware from the Command Line...

Ngày tải lên: 09/08/2014, 07:20

... folder is Mariah’s home folder (~) Logging In from the Console You can log in to a command-line version of Mac OS X without running the window manager This mode is more advanced than single-user ... Command-Line Tools Command-line tools provide multiple mechanism for getting help while using them This section describes three ways that you can get help from the command-line Using Help Built Into Command-Line ... help: Enter the command followed by the -help,-h, help, or $ hdiutil help $ dig -h $ diff help 16 Chapter 1    Introduction to the Command-Line Environment help parameter: To view a list of options...

Ngày tải lên: 09/08/2014, 07:20

... frog Your public key has been saved in frog.pub The key fingerprint is: 4a:5c:6e:9f:3e:35:8b:e5:c9:5a:ac:00:e6:b8:d7: 96 mariahjohnson1@mac.com This creates two files Your identification or private ... authenticity of host “server1.example.com” can't be established RSA key fingerprint is a8:0d:27 :63 :74:f1:ad:bd:6a:e4:0d:a3:47:a8:f7 Are you sure you want to continue connecting (yes/no)? The first time ... scripts These are no longer supported and should be replaced with calls using launchd In earlier versions of Mac OS X and Mac OS X Server, system administrators used the daemon to monitor critical...

Ngày tải lên: 09/08/2014, 07:20

... the orientation key already exists This isn’t necessarily true for a new user in Mac OS X version 10. 6 Don’t assume that a value exists First, confirm it with the Print command Otherwise, you ... defaults, see its man page Using plutil and a text editor to edit property lists In Mac OS X v10 .6, plist files are stored in a binary format If you want to edit them with a text editor, you ... easily distribute and automate shell scripts For more information, see the “UNIX Shell Commands” section of the Apple Remote Desktop Administrator Guide X11 X11 is the traditional windowing system...

Ngày tải lên: 09/08/2014, 07:20

... An online version of the man pages in Mac OS X and Mac OS X server is available at: http://developer.apple.com/documentation/Darwin/Reference/ManPages/ Section Man Pages Man pages in section refer ... for changing generators Section Man Pages Man pages in section give information about file formats and conventions See the intro(5) man page for more information about this section asl.conf(5) auto_master(5) ... installed version of GNOMEXML yacc(1) Security context daemon for Authorization and cryptographic operations Parser generator Appendix    Command-Line Tools Specific to Mac OS X 49 Section Man...

Ngày tải lên: 09/08/2014, 07:20

... permissions   16 pipes, standard  19 plain text file format   36 PlistBuddy tool   36, 37 plutil tool   36, 38 private key  27, 28, 30 privileges, administrator   16 Property List Editor   36 property ... configuration file editing  34, 35, 36 copying files  39 executing  10, 13, 15, 16, 19, 20, 21, 25, 26 expanding files  40 hardware control  42, 43, 44 introduction  10 list of   45 moving files  39 ... pipe  19 sudo tool   16 systemsetup tool  42 T tar tool  40 Terminal  10, 11, 12 text editors  35, 36 typing errors, correcting  20 57 U uninterruptible power supply See UPS UNIX  11, 36 UPS (uninterruptible...

Ngày tải lên: 09/08/2014, 07:20

... 0.00009 0.458 0.00009 m s 0.029 -6 x 10 0.041 -6 x 10 0. 061 -6 x 10 0. 069 -6 x 10 0 .102 -6 x 10 m s 0.007 -7 x10 0. 010 -7 x10 0.015 -7 x10 0.017 -7 x10 0.025 -7 x10 Where it is necessary to evaluate ... is done for the strength limit state (see Article C10.5.5.2.3 10- 49 10. 6 SPREAD FOOTINGS 10. 6. 1 General Considerations 10. 6. 1.1 GENERAL C10 .6. 1.1 Provisions of this article shall apply to design ... (10. 6. 2.4.4) primary consolidation settlement (ft) (10. 6. 2.4.1) single dimensional consolidation settlement (ft) (10. 6. 2.4.3) elastic settlement (ft) (10. 6. 2.4.1) secondary settlement (ft) (10. 6. 2.4.1)...

Ngày tải lên: 06/09/2012, 15:57

... with the screw head, in 0.0 36 0.048 0. 060 0.075 0.090 0 .105 0.135 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0. 56 0. 56 0. 56 0. 56 0. 56 0. 56 0. 56 0 .60 0 .60 0 .60 0 .60 0 .60 0 .60 0 .60 0.72 0.80 0.80 0.80 0.80 ... 1. 16 1. 16 1. 16 1. 16 1. 16 1. 16 1.20 1.25 1.25 1.25 1.25 1.25 1.25 1.34 1.33 1.33 1.33 1.33 1.33 1.33 1.04 1.38 1 .62 1 .62 1 .62 1 .62 1 .62 1.20 1 .60 1.75 1.75 1.75 1.75 1.75 1. 36 1.82 1. 86 1. 86 1. 86 ... 1. 86 1. 86 1.04 1.38 1.73 2. 16 2. 16 2. 16 2. 16 1.20 1 .60 2.00 2.44 2.44 2.44 2.44 1. 36 1.82 2.27 2 .61 2 .61 2 .61 2 .61 1.04 1.38 1.73 2. 16 2.59 2.59 2.59 1.20 1 .60 2.00 2.50 3.00 3.00 3.00 1. 36 1.82...

Ngày tải lên: 18/10/2012, 16:13

... ĐNN cho hệ tương lai Giá trị tồn giá trị hệ sinh thái ĐNN có từ nhận thức tài sản tồn trạng thái 10 Bảo tồn đa dạng sinh học ĐNN việc bảo vệ phong phú hệ sinh thái tự nhiên quan trọng, đặc thù ... không quan điểm xã hội nói chung 15 Lợi ích xã hội ròng toàn lợi ích xã hội sau trừ thiệt hại 16 Giá trị ròng (NPV) phần chênh lệch tổng lợi ích chiết khấu thời điểm với tổng chi phí chiết khấu ... bảo tồn - Bước 4: Tính toán lợi ích xã hội ròng dự án bảo tồn - Bước 5: Phân tích độ nhạy - Bước 6: Đưa đề xuất kiến nghị Nhận dạng vấn đề - Nhận dạng vấn đề: cần nhận dạng khác biệt tình trạng...

Ngày tải lên: 17/01/2013, 17:07

... có BER> 10- 6 Pa.Po = 389,1 10- 7 11,71 .10- 3 = 4,5 563 61 .10- 7 Vậy khả hiệu dụng tuyến với tiêu chuẩn BER cho trước BER = 10 -6 là: Pu = 4,5 563 61 .10- 7 0,07347 = 0,39875 .10- 7 Av = (1- Pu )100 % = (1- ... KQ.fb.dc Với KQ = 1,4 10- 8, B =1, C=3,5 (Theo kiến nghị) => Po = 1,4 .108 5 .60 3,5 = 11,71 .10- 3 − Fma 10 3.Xác suất đạt tới ngưỡng: Pa = 10 = 10- 44,214 /10 = 10- 4,4 = 102 , 61 0- 7 = 389,1 .10- 7 α Fm Thời gian ... thực tế độ cao cột anten là: Cột trạm VTI (A) 98 + 0 ,6 = 98,6m Cột trạm Thái Nguyên 65 + 0 ,6 = 65 ,6m ha1 =98,6m Bi d1=10km ha2 =65 ,6m d2=50km D= 60 km Tính suy hao hệ thống: a.Tổn hao không gian tự...

Ngày tải lên: 13/04/2013, 11:11

... đỉnh S (6; -12) có phương trình là: A y = x2 - 12x + 96 B y = 2x2 - 24x + 96 C y = 2x2 - 36 x + 96 D y = 3x2 -36x + 96 []Parabol y = ax2 + bx + c đạt cực tiểu x = - đồ thị qua A(0; 6) có phương ... đồ thị hàm số y = - 3x2 cách: 16 A Tịnh tiến parabol y = - 3x2 sang trái đơn vị, lên đơn vị; 3 16 B Tịnh tiến parabol y = - 3x2 sang phải đơn vị, lên đơn vị; 3 16 C Tịnh tiến parabol y = - 3x2 ... y = x −1 ; 2x + ;   x − 1÷ ; C y = − x + y = −   ÷   D y = x − y = 2x + 1 x + 100 (d2): y = - x + 100 Mệnh đề sau đúng? 2 A d1 d2 trùng nhau; B d1 d2 cắt nhau; C d1 d2 song song với nhau;...

Ngày tải lên: 30/06/2013, 01:26

... that the others would (5) The kinds of food that people eat depnd largely on what plants we (6) .and what animals we raise It also depends on (7) food they can buy from other regions and ... words Despite his disability, Mike can drive the lorry Although "I read that book 10 years ago" He said "Sit down and be quiet." She ordered her students ...

Ngày tải lên: 17/08/2013, 15:10

... (7) 𝑚=1 Mobile Communications - Chapter 3: Physical-layer transmissions Section 3 .6: Space Division Multiple Access (SDMA) 10 Outline Introduction Precoding Scheduling (user selection) Precoding ... : ∑𝑈 max 𝑢=1 𝜆𝑢 𝑃𝑢 ≤𝑃max 𝑈 ∑ log2 (1 + 𝑃𝑢 ) (bps/Hz) (10) 𝑢=1 Mobile Communications - Chapter 3: Physical-layer transmissions Section 3 .6: Space Division Multiple Access (SDMA) 11 Outline Introduction ... maximizing the system sum-rate will be addressed in the next section Mobile Communications - Chapter 3: Physical-layer transmissions Section 3 .6: Space Division Multiple Access (SDMA) 12 Outline Introduction...

Ngày tải lên: 17/08/2013, 17:09

... + =   x = x=2   ⇔   y =6   y = 16   Bài Cho hàm số y = (m2 – 6m + 12)x2 a) Tìm giá trị m biết x = y = m = + Với x = y = ta có : = m2 – 6m + 12 ⇔ m2 – 6m + = ⇔  m = −  b) Chứng tỏ ... vuông ABN có AN = R ; AB = 2R ⇒ sin · ABN = AN o ⇒ · = ABN = 60 AB ⇒ · AMN = 60 o (cùng chắn cung AN) Vậy tam giác AMN cân có góc 60 o tam giác cạnh R Diện tích AMN = 3R (đvdt) B ... trị lớn Pt (1) có hai nghiệm x1 ; x2 phân biệt ∆’ = (m + 1)2 – 2(m2 + 4m + 3) > ⇔ – m2 – 6m – > ⇔ m2 + 6m + < ⇔ (m + 1)(m + 5) < ⇔ – < m < – (*) b   x + x = − a = −m −  Khi theo định lí Vi-et...

Ngày tải lên: 21/08/2013, 18:10

... specified in Section 10. 8.1 .6. 2 Downdrag The provisions of Articles 10. 7.1 .6. 2 and 3.11.8 shall apply 10. 8.1 .6. 3 Uplift The provisions in Article 10. 7 .6. 1.2 shall apply C10.8.1 .6. 1 The specification ... downdrag loads C10.8.1 .6. 3 See commentary to Article C10.7 .6. 1.2 10. 8.2 Service Limit State Design 10. 8.2.1 TOLERABLE MOVEMENTS The requirements of Article 10. 5.2.1 shall apply C10.8.2.1 See commentary ... greater C10.8.2.3 See commentary to Articles 10. 5.2.1 and 10. 7.2.4 10. 8.2.4 SETTLEMENT DUE TO DOWNDRAG The provisions of Article 10. 7.2.5 shall apply C10.8.2.4 See commentary to Article 10. 7.2.5 10. 8.2.5...

Ngày tải lên: 29/09/2013, 12:20

... Figure       10- 101 Figure 10. 7.3.8.6b-1 – Design Curves for Adhesion Factors for Piles Driven into Clay Soils after Tomlinson (1980) 10. 7.3.8.6c  -Method C10.7.3.8.6c The -method has ... a factor taken from Figure   = 10- 102 Figure 10. 7.3.8.6c-1 –  Versus OCR Displacement Piles after Esrig and Kirby (1979) for 10. 7.3.8.6d  -Method C10.7.3.8.6d The -method, based on effective ... embedded pile length (FT) (C10.7.3.8.6g-2) 10- 111 Figure 10. 7.3.8.6g-1 – Pile End-Bearing Computation Procedure after Nottingham and Schmertmann (1975) 10- 112 Figure 10. 7.3.8.6g-2 – Side Friction Correction...

Ngày tải lên: 29/09/2013, 12:20

... 3 .6 3.9 4.3 2.0 2.3 2.7 3.1 36 37 38 39 50 .6 55 .6 61.4 67 .9 37.8 42.9 48.9 56. 0 56. 3 66 .2 78.0 92.3 17 18 19 20 12.3 13.1 13.9 14.8 4.8 5.3 5.8 6. 4 3.5 4.1 4.7 5.4 40 41 42 43 75.3 83.9 93.7 105 .1 ... 5.9 6. 2 1.1 1.2 1.3 1.4 6. 5 6. 8 7.2 7.5 10 11 12  f Nc Nq N 23 18.1 8.7 8.2 0.1 0.2 0.2 0.3 24 25 26 27 19.3 20.7 22.3 23.9 9 .6 10. 7 11.9 13.2 9.4 10. 9 12.5 14.5 1 .6 1.7 1.9 2.1 0.5 0 .6 0.7 ... 14.7 16. 4 18.4 20 .6 16. 7 19.3 22.4 26. 0 7.9 8.4 8.8 9.3 2.3 2.5 2.7 3.0 1.0 1.2 1.4 1.7 32 33 34 35 35.5 38 .6 42.2 46. 1 23.2 26. 1 29.4 33.3 30.2 35.2 41.1 48.0 13 14 15 16 9.8 10. 4 11.0 11 .6 3.3...

Ngày tải lên: 29/09/2013, 12:20

... 0.00009 0.458 0.00009 m s 0.029 -6 x 10 0.041 -6 x 10 0. 061 -6 x 10 0. 069 -6 x 10 0 .102 -6 x 10 m s 0.007 -7 x10 0. 010 -7 x10 0.015 -7 x10 0.017 -7 x10 0.025 -7 x10 Where it is necessary to evaluate ... Figure 10. 7.3.8.6f-9 (KSF) (10. 7.3.8.6f) nominal bearing resistance (KSF) (10. 6. 3.1.1) applied vertical stress at base of loaded area (KSF) (10. 6. 2.4.2) nominal unit tip resistance of pile (KSF) (10. 7.3.8.6a) ... (10. 6. 2.4.4) primary consolidation settlement (ft) (10. 6. 2.4.1) single dimensional consolidation settlement (ft) (10. 6. 2.4.3) elastic settlement (ft) (10. 6. 2.4.1) secondary settlement (ft) (10. 6. 2.4.1)...

Ngày tải lên: 29/09/2013, 12:20

Ngày tải lên: 20/10/2013, 10:11